Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993401 DEA: 11430494 EFIS: 1118000262
QA Service Level: 1
DIST-CO-RTE-PM: 11-IMP-8-R96.8
Work Description: REHABILITATE BRIDGE DECK, SLABS, BEARING PADS, JOINT SEALS & OVERLAY.
Location Description: IMPERIAL COUNTY NEAR WINTERHAVEN AT COLORADO RIVER VIADUCT BRIDGE NO. 58-0312 L/R
Contractor Name: FEC Future Contractors & Engineers, Inc
Contractor Address: 184 Technology Dr., Ste 2, Irvine, CA 92618
Resident Engineer: Tan Cao Structure Rep.: Tan Cao
DIME Sample ID: 2023-03-07-20
TL Number from the TL Form: Sacramento Caltrans lab
Sample Submitted By Organization: Kwik Bond Polymers
Sample Organization Contact: (760) 518-6064
Type of Sample: Quality Control
Type of Material: Polyester
Sample Taken Date: 03/07/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/08/2023
The quantity of what the sample constitutes: 10 Tankers
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification: 943768
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2023-03-07-20-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 05/17/2023
Date Tested: 03/20/2023
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2023-03-07-20-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 05/17/2023
Date Tested: 03/20/2023
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Density Units
|
pounds/gallons
|
|
Liquid Density (pounds per gallon)
|
9
|
DIME Test ID: 2023-03-07-20-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 05/17/2023
Date Tested: 03/30/2023
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of specimens tested
|
6
|
|
Conditioning procedure
|
18/25/50+5/70
|
|
Speed of testing
|
0.45 in/min
|
|
Sample 1 Width
|
0.491 in
|
|
Sample 1 Ultimate strength
|
3075.1 psi
|
|
Sample 1 Thickness
|
0.263 in
|
|
Sample 1 Area
|
0.1291 in^2
|
|
Sample 1 Ultimate Strength Actual
|
397 lbs
|
|
Sample 1 percent elongation
|
58.5 %
|
|
Sample 1 Time
|
4 MM:SS
|
|
Sample 2 Width
|
0.492 in
|
|
Sample 2 Thickness
|
0.258 in
|
|
Sample 2 Area
|
0.1269 in^2
|
|
Sample 2 Ultimate strength
|
3129.2 psi
|
|
Sample 2 Ultimate Strength Actual
|
397.1 lbs
|
|
Sample 2 percent elongation
|
57.1 %
|
|
Sample 2 Time
|
4 MM:SS
|
|
Sample 3 Width
|
0.491 in
|
|
Sample 3 Thickness
|
0.262 in
|
|
Sample 3 Area
|
0.1286 in^2
|
|
Sample 3 Ultimate strength
|
3035.8 psi
|
|
Sample 3 Ultimate Strength Actual
|
390.41 lbs
|
|
Sample 3 percent elongation
|
55.5 %
|
|
Sample 3 Time
|
4 MM:SS
|
|
Sample 4 Width
|
0.491 in
|
|
Sample 4 Thickness
|
0.259 in
|
|
Sample 4 Area
|
0.1272 in^2
|
|
Sample 4 Ultimate strength
|
3113.2 psi
|
|
Sample 4 Ultimate Strength Actual
|
396 lbs
|
|
Sample 4 percent elongation
|
56.1 %
|
|
Sample 4 Time
|
4 MM:SS
|
|
Sample 5 Width
|
0.49 in
|
|
Sample 5 Thickness
|
0.261 in
|
|
Sample 5 Area
|
0.1279 in^2
|
|
Sample 5 Ultimate strength
|
3071.1 psi
|
|
Sample 5 Ultimate Strength Actual
|
392.8 lbs
|
|
Sample 5 percent elongation
|
57.3 %
|
|
Sample 5 Time
|
4 MM:SS
|
|
Sample 6 Width
|
0.49 in
|
|
Sample 6 Thickness
|
0.257 in
|
|
Sample 6 Area
|
0.1259 in^2
|
|
Sample 6 Ultimate strength
|
3197.8 psi
|
|
Sample 6 Ultimate Strength Actual
|
402.6 lbs
|
|
Sample 6 percent elongation
|
64.3 %
|
|
Sample 6 Time
|
4 MM:SS
|
|
Ultimate Strength Average
|
3104 psi
|
|
Percent Elongation Average
|
58 %
|
DIME Test ID: 2023-03-07-20-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 05/17/2023
Date Tested: 03/20/2023
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Mean of two volatile content determination
|
46.1
|
DIME Test ID: 2023-03-07-20-5
Test Method: CTM 551-August 2012: Method of Test for Determining Suitability of Materials for Overlayment and Repair of Portland Cement Concrete Pavements and Structures
Verified Date: 05/17/2023
Date Tested: 03/14/2023
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted vendor's results.
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1256.8 lb
|
|
Span length for Sample 1
|
9 in
|
|
Break location for Sample 1
|
bond
|
|
Specimen defects/notes for Sample 1
|
no data
|
|
Surface type for Sample 1
|
SSD
|
|
Modulus of rupture (R) for Sample 1
|
628.4 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1382 lb
|
|
Span length for Sample 2
|
9 in
|
|
Break location for Sample 2
|
bond
|
|
Specimen defects/notes for Sample 2
|
no data
|
|
Surface type for Sample 2
|
SSD
|
|
Modulus of rupture (R) for Sample 2
|
691 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1548.2 lb
|
|
Span length for Sample 3
|
9 in
|
|
Break location for Sample 3
|
bond
|
|
Specimen defects/notes for Sample 3
|
no data
|
|
Surface type for Sample 3
|
SSD
|
|
Modulus of rupture (R) for Sample 3
|
774.1 psi
|
DIME Test ID: 2023-03-07-20-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 05/17/2023
Date Tested: 03/30/2023
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Diameter of lid
|
153 mm
|
|
Room Temperature
|
71.5 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.42 grams
|
|
Weight at 5 minutes
|
100.36 grams
|
|
Weight at 10 minutes
|
100.3 grams
|
|
Weight at 15 minutes
|
100.24 grams
|
|
Weight at 20 minutes
|
100.17 grams
|
|
Weight at 25 minutes
|
100.11 grams
|
|
Weight at 30 minutes
|
100.05 grams
|
|
Final weight
|
100.05 grams
|
|
Total weight loss
|
0.37 grams
|
|
Calculated radius of gallon can lid in cm
|
7.65 cm
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|
Lid Factor
|
54.391 m^2
|
|
Volatile emission
|
20.125 grams/m^2
|
